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Printed on:Friday 02/14/2025 11:48 AM 29C0107/AAAO/148030Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) (6) <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition State <br />Efflorescence/Rust Staining <br />Cracking (RC and Other) <br />Concrete Coat.(Meth/Sealer) <br />2 <br />2 <br />2 <br />126 <br />189 <br />618 <br />each <br />each <br />sq.m <br /> 0 <br /> 95 <br /> 618 <br /> 126 <br /> 0 <br /> 0 <br /> 0 <br /> 94 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1120 <br />1130 <br />521 <br />Defect <br />(16) Top Flange-RC <br />(16-1120) Efflorescence/Rust Staining <br />(16-1130) Cracking (RC and Other) <br />(16-521) Concrete Coat.(Meth/Sealer) <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition StateDefect/ <br />Prot Defect <br />Prior reports mention remnants of a thin AC overlay. However, it appears this condition is actually methacrylate in deep grind marks. <br />These grinder strikes are up to 0.5 inches deep but do not expose any rebar and no defect is warranted at this time. See Photo 5 <br />dated 11/04/2020. <br />There is efflorescence present in the soffits of all the bays. Some hairline cracks were also observed in the soffits. (See Photo 6 <br />dated 11/04/2020). This condition has been previously reported and no significant changes were noted. <br />The deck was treated with methacrylate after the 2014 inspection. <br />Treated deck cracks are pattern and transverse up to 0.08 inches wide spaced as close as 8 inches on center over the piers and <br />abutments. It is estimated that this condition accounts for 30% of the deck area, half of which remains in Condition State 3. <br />The methacrylate treatment remains effective. No new cracking was noted during this inspection. <br />(58) (6)DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 126 m 126 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition StateDefect/ <br />Prot Defect <br />There were no significant defects noted. <br />Photo 1 <br />Vertical offset in the AC approach at Abutment 1 <br />JOINT/APPROACH/RAIL PHOTOGRAPHS